• 제목/요약/키워드: Elastic Shear Modulus

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실트질 해사의 역학적 특성 및 거동에 관한 연구 (Strength Characteristics and their Behaviours of Marine Silty Sands)

  • 장병욱;송창섭;우철웅
    • 한국농공학회지
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    • 제36권3호
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    • pp.74-83
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    • 1994
  • A series of isotropic consolidation tests, undrained and drained triaxial compression tests was carried out to investigate the physical characteristics and behaviours of marine silty sands collected from the western coast of Korea. This study also included a theoretical development of the constitutive equation to evaluate stress-strain relationship and volume change of silty sands. The results and main conclusions of the study are summarized as follows; 1. Isotropic compression and swelling index are linearly decreased with an increase in relative density. 2. Both undrained shear strengh and elastic modulus are increased with an increase in relative density and confining pressure. 3. Internal friction angles obtained from drained and undrained compression tests of the soils are proportional to relative density. 4. The phenomenon of dilatancy of each sample is less profound when confining stress is increased but more profound when relative density is increased. 5. The slope of critical state lines is 1.78 for Saemangum, 1.70 for Siewha and 1.26 for Sukmoon sands. 6. In this study, Drucker-Praper type criterion is used and hardening function of Cap model is modified by hyperbolic fuction. This will improve a lack of physical meaning of hardening parameters in conventional Cap model. 7. A newly developed constitutive equation to the forementioned silty sands and checked its applicability. This is in good agreement with the measured data.

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Ball Grid Array 보드 어셈블리의 동적굽힘 신뢰성에 미치는 언더필의 영향 (Effects of Underfills on the Dynamic Bending Reliability of Ball Grid Array Board Assembly)

  • 장재원;방정환;유세훈;김목순;김준기
    • 한국재료학회지
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    • 제21권12호
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    • pp.650-654
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    • 2011
  • In this paper, the effects of conventional and newly developed elastomer modified underfill materials on the mechanical shock reliability of BGA board assembly were studied for application in mobile electronics. The mechanical shock reliability was evaluated through a three point dynamic bending test proposed by Motorola. The thermal properties of the underfills were measured by a DSC machine. Through the DSC results, the curing condition of the underfills was selected. Two types of underfills showed similar curing behavior. During the dynamic bending reliability test, the strain of the PCB was step increased from 0.2% to 1.5% until the failure circuit was detected at a 50 kHz sampling rate. The dynamic bending reliability of BGA board assembly using elastomer modified underfill was found to be superior to that of conventional underfill. From mechanical and microstructure analyses, the disturbance of crack propagation by the presence of submicron elastomer particles was considered to be mainly responsible for that result rather than the shear strength or elastic modulus of underfill joint.

On transverse matrix cracking in composite laminates loaded in flexure under transient hygrothermal conditions

  • Khodjet-Kesba, M.;Benkhedda, A.;Adda Bedia, E.A.;Boukert, B.
    • Structural Engineering and Mechanics
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    • 제67권2호
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    • pp.165-173
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    • 2018
  • A simple predicted model using a modified Shear-lag method was used to represent the moisture absorption effect on the stiffness degradation for $[0/90]_{2s}$ composite laminates with transverse cracks and under flexural loading. Good agreement is obtained by comparing the prediction model and experimental data published by Smith and Ogin (2000). The material properties of the composite are affected by the variation of temperature and moisture absorption. The transient and non-uniform moisture concentration distribution give rise to the transient elastic moduli of cracked composite laminates. The hygrothermal effect is taken into account to assess the changes in the normalised axial and flexural modulus due to transverse crack. The obtained results represent well the dependence of the stiffness properties degradation on the cracks density, moisture absorption and operational temperature. The composite laminate with transverse crack loaded in axial tension is more affected by the hygrothermal condition than the one under flexural loading. Through this theoretical study, we hope to contribute to the understanding of the moisture absorption on the composite materials with matrix cracking.

CF&GF Hybrid Prepreg 적층 패턴에 따른 Z-Spring의 기계적 물성 향상에 관한 연구 (Enhancing the Mechanical Properties of Z-Spring by Implementing CF&GF Hybrid Prepreg Lamination Patterns)

  • 김정근;최선호;김영근;김홍건;곽이구
    • 한국기계가공학회지
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    • 제20권3호
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    • pp.53-59
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    • 2021
  • In vibration-free vehicles such as limousine buses, the vibration is minimized by installing an air spring instead of the leaf spring used in the existing freight cars to prevent the damage to the loaded cargo from shocks generated during movement. In the existing vehicles, steel structures support the air spring system. This study was aimed at replacing the steel structures used in the Z-spring by carbon fiber and glass fiber reinforced plastics. In addition, the mechanical properties (elastic modulus, tensile strength, and shear strength) of carbon fiber and glass fiber prepreg were derived using specimens molded with the corresponding prepreg. The final goal was to develop a material lighter than the conventional steel material but with enhanced mechanical properties. Although the CF prepreg exhibited excellent mechanical properties, the production cost was extremely high. To overcome this limitation, hybrid composites with GF prepreg were examined, which are expected to be promising future materials.

Effect of irradiation temperature on the nanoindentation behavior of P92 steel with thermomechanical treatment

  • Huang, Xi;Shen, Yinzhong;Li, Qingshan;Li, Xiaoyan;Zhan, Zixiong;Li, Guang;Li, Zhenhe
    • Nuclear Engineering and Technology
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    • 제54권7호
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    • pp.2408-2417
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    • 2022
  • The nanoindentation behavior of P92 steel with thermomechanical treatment under 3.5 MeV Fe13+ ion irradiation at room temperature, 400 and 700 ℃ was investigated. Pop-in behavior is observed for all the samples with and without irradiation at room temperature, while the temperature dependence of pop-in behavior is only observed in irradiated samples. The average load and penetration depth at the onset of pop-in increase as the irradiation temperature increases, in line with the results of the maximum shear stress. Irradiation induced hardening is exhibited for all irradiated samples, but there is a significant reduction in the hardness of sample irradiated at 700 ℃ in comparison to the samples irradiated at room temperature and 400 ℃. The ratio of hardness to elastic modulus for all samples decreases with increasing penetration depth except for samples at 700 ℃. With the increasing of irradiation temperature, the ratio of the irreversible work to the total work gradually decreases. In contrast, it increases for samples without irradiation.

Seismic equivalent linear response of a structure by considering soil-structure interaction: Analytical and numerical analysis

  • Maroua Lagaguine;Badreddine Sbartai
    • Structural Engineering and Mechanics
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    • 제87권2호
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    • pp.173-189
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    • 2023
  • For a given structural geometry, the stiffness and damping parameters of the soil and the dynamic response of the structure may change in the face of an equivalent linear soil behavior caused by a strong earthquake. Therefore, the influence of equivalent linear soil behavior on the impedance functions form and the seismic response of the soil-structure system has been investigated. Through the substructure method, the seismic response of the selected structure was obtained by an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom. Also, the dynamic response of the soil-structure system for a nonlinear soil behavior and for the two types of impedance function forms was also analyzed by 2D finite element modeling using ABAQUS software. The numerical results were compared with those of the analytical solution. After the investigation, the effect of soil nonlinearity clearly showed the critical role of soil stiffness loss under strong shaking, which is more complex than the linear elastic soil behavior, where the energy dissipation depends on the seismic motion amplitude and its frequency, the impedance function types, the shear modulus reduction and the damping increase. Excellent agreement between finite element analysis and analytical results has been obtained due to the reasonable representation of the model.

유리섬유-폴리프로필렌 복합재료의 압축 공정 중 뒤틀림 예측에 관한 연구 (A Study on the Prediction of Warpage During the Compression Molding of Glass Fiber-polypropylene Composites)

  • 김규형;조동혁;이주원;김상덕;신철민;윤정환
    • 소성∙가공
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    • 제32권6호
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    • pp.367-375
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    • 2023
  • Composite materials, known for their excellent mechanical properties and lightweight characteristics, are applied in various engineering fields. Recently, efforts have been made to develop an automotive battery protection panel using a plain-woven composite composed of glass fiber and polypropylene to reduce the weight of automobiles. However, excessive warpage occurs during the GF/PP compression molding process, which makes car assembly challenging. This study aims to develop a model that predicts the warpage during the compression molding process. Obtaining out-of-plane properties such as elastic or shear modulus, essential for predicting warpages, is tricky. Existing mechanical methods also have limitations in calculating these properties for woven composite materials. To address this issue, finite element analysis is conducted using representative volume elements (RVE) for woven composite materials. A warpage prediction model is developed based on the estimated physical properties of GF/PP composite materials obtained through representative volume elements. This model is expected to be used for reducing warpages in the compression molding process.

내구특성 파악을 위한 GFRP 보강근의 촉진실험 연구 (Accelerated Test Program for Durability Characteristics of GFRP Rebars)

  • 김형열;유영준;박영환
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권1호
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    • pp.157-164
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    • 2006
  • 본 논문에서는 다양한 환경인자에 노출된 상용 유리섬유강화(GFRP) 보강근의 내구특성에 대하여 기술하였다. 촉진실험방법을 이용하여 2종류의 GFRP보강근에 대하여 내구성 실험을 실시하였다. 총 264개 시편을 염화물 알칼리, 동결융해 상태에 최고 132일간 노출시켰다. CFRP 보강근의 내구특성은 촉진 실험된 보강근의 인장강도, 수평전단강도, 탄성계수를 원래 상태의 보강근의 결과와 비교하여 파악하였다. 실험결과에 따르면 촉진 실험된 GFRP 보강근의 재료적 특성은 심각하게 감소되었다. 단기 내구성 실험결과를 이용하여 GFRP 보강근의 장기 열화특성을 추정하였다.

처짐을 고려한 불완전합성형의 곡률특성에 관한 연구 (A Study on the Curvature Characteristic of the Incomplete Composite Girder Considering the Deflection Effect)

  • 용환선;김윤환;박용찬;송수엽
    • 한국강구조학회 논문집
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    • 제14권6호
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    • pp.803-811
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    • 2002
  • 일반적으로 강콘크리트 합성형교는 불완전합성에 대한 해석의 복잡함 때문에 강재와 콘크리트 계면에서의 상대변위가 발생하지 않는 완전합성형으로 설계된다. 그러나, 이러한 설계는 기존 강합성형 의 거동을 평가하는 경우 실제 구조물의 내하력과 내구성을 정확하게 도출하지 못하게 된다. 이러한 경우에는 불완전합성이론을 이용하여 구조물의 거동을 정확히 반영해야 한다. 본 연구에서는 집중하중을 받는 단순합성형교에 대하여 처짐 거동을 고려한 불완전합성곡률의 변화양상을 확인하기 위하여 유한요소해석 모델을 이용하여 전단연결재의 배치간격과 배치열수 그리고 콘크리트 탄성계수를 매개변수로 선택하여 해석을 수행하였다. 본 연구의 결과로서 합성형의 처짐이 증가할수록 불완전합성 정도가 증가함을 알 수 있었으며, 콘크리트 슬래브에서 균열이 발생으로 인한 강성 및 강도의 감소가 합성정도에 큰 영향을 미치는 것을 알 수 있었다.

저전단변형율에서의 불포화화강풍화토의 동적 거동 (Dynamic Behavior of Unsaturated Decomposed Granite Soils under Low Shear Strain Amplitude)

  • 허경한;백중억
    • 한국방재학회 논문집
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    • 제5권2호
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    • pp.57-63
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    • 2005
  • 일반적인 구조물의 경우 사용하중 상태에서 지반이 경험하는 변형율 범위는 1% 미만이고 대부분의 지반이 0.01% 이하의 저변형율 거동을 나타내는 것으로 알려졌다. 본 연구는 불포화 화강풍화토의 저변형율에서의 동적 거동에 미치는 영향을 고찰하기 위하여 수원지역의 시료를 사용하여 간극비 및 구속응력을 달리하고 그에 따른 포화도별로 공진주시험을 시행하여 다음과 같은 결론을 얻었다. 감쇠비의 최소값은 최대전단탄성 계수의 경우와 마찬가지로 구속압에 관계없이 간극비에 따라 대략 $17{\sim}18%$에서 발생하였으며, 이 또한 최적포화도에서 표면장력의 영향으로 감쇠비가 가장 작게 나타나는 것으로 판단된다.